Former WACS Aniak Middle School Site Aniak, Alaska
PHOTOS 1 AND 2
May 2007 SHANNON & WILSON, INC. Geotechnical & Environmental Consultants B-1
PHOTOGRAPHS 1 AND 2
Photograph 2: Looking northwest, the northwestern septic trench was advanced along the former septic lines toward the seepage pit.
Photograph 1: The PCB field screening samples were extracted and screened using Hach test kit procedures.
32-1-17070
Former WACS Aniak Middle School Site Aniak, Alaska
PHOTOS 1 AND 2
May 2007 SHANNON & WILSON, INC. Geotechnical & Environmental Consultants B-2
PHOTOGRAPHS 3 AND 4
Photograph 4: Looking southeast, the southeastern septic trench was advanced to the southeast of the PCB Grid and to the northwest of the school.
Photograph 3: Looking southeast into the northwest septic trench, the former septic line (on the right at the bottom of the trench) was encountered at 9.5 to 10 feet bgs.
32-1-17070
Former WACS Aniak Middle School Site Aniak, Alaska
PHOTOS 1 AND 2
May 2007 SHANNON & WILSON, INC. Geotechnical & Environmental Consultants B-3
PHOTOGRAPHS 5 AND 6
Photograph 6: Looking northwest, the trench was backfilled following sampling activities.
Photograph 5: Looking down into the southeast end of the southeast septic trench, a break was observed in the former septic line.
32-1-17070
Former WACS Aniak Middle School Site Aniak, Alaska
PHOTOS 1 AND 2
May 2007 SHANNON & WILSON, INC. Geotechnical & Environmental Consultants B-4
PHOTOGRAPHS 7 AND 8
Photograph 8: Looking north, the southeastern septic trench was backfilled following sampling activities.
Photograph 7: Looking northwest, the northwest septic trench was compacted with the tracks of the backhoe following backfill activities.
32-1-17070
Former WACS Aniak Middle School Site Aniak, Alaska
PHOTOS 1 AND 2
May 2007 SHANNON & WILSON, INC. Geotechnical & Environmental Consultants B-5
PHOTOGRAPHS 9 AND 10
Photograph 10: Looking southeast, two CMPs were located to the northwest of the school.
Photograph 9: Looking northeast, the southeast septic trench was compacted with the tracks of the backhoe following backfill activities.
32-1-17070
Former WACS Aniak Middle School Site Aniak, Alaska
PHOTOS 1 AND 2
May 2007 SHANNON & WILSON, INC. Geotechnical & Environmental Consultants B-6
PHOTOGRAPHS 11 AND 12
Photograph 12: Looking northwest at CMP2, a split-spoon sampler was used to sample the CMP.
Photograph 11: Looking down into the seepage pit located at the northwest end of the former septic line.
32-1-17070
Former WACS Aniak Middle School Site Aniak, Alaska
PHOTOS 1 AND 2
May 2007 SHANNON & WILSON, INC. Geotechnical & Environmental Consultants B-7
PHOTOGRAPHS 13 AND 14
Photograph 14: Looking southwest, Boring B3 was advanced adjacent to the southwest corner of the fuel tank storage fence.
Photograph 13: Looking north, Boring B2 was advanced to the north of the CMPs.
32-1-17070
Former WACS Aniak Middle School Site Aniak, Alaska
MaOTOS 1 AND 2
May 2007 SHANNON & WILSON, INC. Geotechnical & Environmental Consultants B-8
PHOTOGRAPHS 15 AND 16
Photograph 16: Looking north, Boring B5 was advanced to the southeast of Area F.
Photograph 15: Looking northwest, Boring B4 was advanced to the south of the KSD maintenance building.
32-1-17070
Former WACS Aniak Middle School Site Aniak, Alaska
PHOTOS 1 AND 2
May 2007 SHANNON & WILSON, INC. Geotechnical & Environmental Consultants B-9
PHOTOGRAPHS 17 AND 18
Photograph 18: Looking north, the initial PCB Grid was centered about the 2 CMPs located west of the school.
Photograph 17: Looking northwest, Monitoring Wells MW1 (back) and MW2 (front) were installed in Borings B1 and B2, respectively.
32-1-17070
Former WACS Aniak Middle School Site Aniak, Alaska
PHOTOS 1 AND 2
May 2007 SHANNON & WILSON, INC. Geotechnical & Environmental Consultants B-10
PHOTOGRAPHS 19 AND 20
Photograph 20: Looking southwest, Boring FB4 was advanced in the central portion of Area F.
Photograph 19: Looking southwest, Boring FB1 was advanced in the southwest corner of Area F.
32-1-17070